Articles

• EFFECTIVENESS OF TUNED MASS DAMPERS IN SEISMIC RESPONSE CONTROL OF ISOLATED BRIDGES INCLUDING SOIL-STRUCTURE INTERACTION

  SAID ELIAS, VASANT MATSAGAR

  2324-2341

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• DUCTILITY ANALYSIS OF RC BEAMS CONSIDERING THE CONCRETE CONFINEMENT EFFECT PRODUCED BY THE SHEAR REINFORCEMENT: A NUMERICAL APPROACH

  CAIO GORLA NOGUEIRA, ISABELA DURCI RODRIGUES

  2342-2372

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• RECENT DEVELOPMENTS IN DAMAGE IDENTIFICATION OF STRUCTURES USING DATA MINING

  MEISAM GORDAN, HASHIM ABDUL RAZAK, ZUBAIDAH ISMAIL, KHALED GHAEDI

  2373-2401

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• AN ENHANCED RANDOM VIBRATION AND FATIGUE MODEL FOR PRINTED CIRCUIT BOARDS

  BRUNO DE CASTRO BRAZ, FLÁVIO LUIZ DE SILVA BUSSAMRA

  2402-2422

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• ASSESSING THE NOTCH SENSITIVITY OF HIGH STRENGTH WIRES

  CARLOS FILIPE CARDOSO BANDEIRA, PAULO PEDRO KENEDI, LUIS FELIPE GUIMARÃES DE SOUZA

  2423-2438

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• A SIMPLE FEM FORMULATION APPLIED TO NONLINEAR PROBLEMS OF IMPACT WITH THERMOMECHANICAL COUPLING

  DANIEL NELSON MACIEL, JOÃO PAULO DE BARROS CAVALCANTE, MARCELO GRECO, JOSÉ NERES DA SILVA FILHO

  2439-2462

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• VISCOELASTIC SUBSTRATES EFFECTS ON THE ELIMINATION OR REDUCTION OF THE SANDWICH STRUCTURES OSCILLATIONS BASED ON THE KELVIN-VOIGT MODEL

  MOHAMMAD MOLLA-ALIPUR (M.M.ALIPOUR), IRAJ RAJABI

  2463-2496

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• EXPERIMENT AND CALCULATION METHOD OF THE DYNAMIC RE-SPONSE OF DEEP WATER BRIDGE IN EARTHQUAKE

  YUE LI, QI QI WU

  2518-2533

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• DYNAMIC ANALYSIS OF IMPERFECT FGM CIRCULAR CYLINDRICAL SHELLS REINFORCED BY FGM STIFFENER SYSTEM USING THIRD ORDER SHEAR DEFORMATION THEORY IN TERM OF DISPLACEMENT COMPONENTS

  DAO VAN DUNG, NGUYEN DINH DUC, HOANG THI THIEM

  2534-2570

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• STATIC LIMIT ANALYSIS OF REINFORCED SOIL STRUCTURES BY A SIMPLE FINITE ELEMENT AND SECOND-ORDER CONE PROGRAMMING

  ERIC LUIS BARROSO CAVALCANTE, ELISEU LUCENA NETO, DENILSON JOSÉ RIBEIRO SODRÉ

  2497-2517